TECHNICAL PAPERS
Jun 11, 2011

Study of Solitary-Wave-Induced Fluid Motions and Vortices in a Cavity Using a Two-Dimensional Viscous Flow Model

Publication: Journal of Engineering Mechanics
Volume 137, Issue 11

Abstract

This study presents a combined numerical and experimental investigation of the free-surface variation and induced fluid motion for a solitary wave propagating past a submerged cavity (or trench). The formation of vortices and the trajectories of fluid particles showing the transport of fluid content within the cavity zone are examined. A two-dimensional viscous flow is simulated by solving the stream function and vorticity equations using the finite-analytic method. Equations of free-surface boundary conditions are discretized by a two-step finite-difference scheme. To obtain more detailed motions in a cavity, a transient boundary-fitted grid system with locally refined grids is adopted. Experimental measurements of the free-surface elevations and the visual observations of the vortex motion were carried out to compare to the numerical solutions. The simulated free-surface elevations and fluid particle motion at various times are found to agree reasonably well with measurements and recorded observations. The formation and subsequent growth of a pair of recirculating vortices around the front corner of the cavity are clearly simulated by the present model. The effects of cavity size and incident-wave height on the flow patterns and the transport displacement of the fluid particles along the vertical and horizontal directions are analyzed. The results indicate that the greater the incident-wave height, the larger the values of the horizontal and vertical transporting distances. With an increase of cavity length, the strength of induced up-rolling vortices and the amount of downstream transporting fluid particles increases. However, the depth of the cavity has an insignificant influence on the height of the up-rolling vortices.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This study has been sponsored by the project of National Science Council, Taiwan, Republic of China (Project No. NSCTNSC 96-2221-E-275-003).

References

Bedarev, I. A., Gosteev, Y. A., and Fedorov, A. V. (2007). “Computation of particles’ ascent from a cavity behind passing shock wave.” J. Loss Prev. Process Ind., 20(4–6), 409–416.
Chen, C. J., and Chen, H. C. (1984). “Finite analytic numerical method for unsteady two-dimensional Navier Stokes equations.” J. Comput. Phys., 53(2), 209–226.
Constantin, A., and Villari, G. (2006). “Particle trajectories in linear water waves.” Commun. SIMAI Congr., 1, 1–4.
Fang, L. C., Nicolaou, D., and Cleaver, J. W. (2003). “Numerical simulation of time-dependent hydrodynamic removal of a contaminated fluid from a cavity.” Int. J. Numer. Methods Fluids, 42(10), 1087–1103.
Fenton, J. (1972). “A ninth-order solution for the solitary wave.” J. Fluid Mech., 53(2), 257–271.
Grimshaw, R. (1971). “The solitary wave in water of variable depth (part 2).” J. Fluid Mech., 46(3), 611–622.
Hsu, T. W., Hsieh, C. M., and Hwang, R. R. (2004). “Using RANS simulation vortex generation and dissipation around impermeable submerged double breakwaters.” Coastal Eng., 51(7), 557–579.
Jung, T. H., Suh, K. D., Lee, S. O., and Cho, Y. S. (2008). “Linear wave reflection by trench with various shapes.” Ocean Eng., 35(11–12), 1226–1234.
Kirby, J. T., and Dalrymple, R. A. (1983). “Propagation of obliquely incident water waves over a trench.” J. Fluid Mech., 133, 47–63.
Lassiter, J. B. (1972). “The propagation of water waves over sediment pockets.” Ph.D. thesis, Massachusetts Institute of Technology, Cambridge, MA.
Lee, H. S., Kim, S. D., Wang, K. H., and Eom, S. (2009). “Boundary element modeling of multidirectional random waves in a harbor with a rectangular navigation channel.” Ocean Eng., 36(17–18), 1287–1294.
Lee, J. J., and Ayer, R. M. (1981). “Wave propagation over a rectangular trench.” J. Fluid Mech., 110, 335–347.
Liu P. L. F., Turcotte, B. R., and Kulhawy, F. H. (1986). “Wave propagation over a sediment trench.” J. Waterway, Port, Coastal, Ocean Eng., 112(1), 64–77.
Longuet-Higgins, M. S. (1981). “Trajectories of particles at the surface of steep solitary waves.” J. Fluid Mech., 110, 239–247.
Miles, J. W. (1982). “On surface-wave diffraction by a trench.” J. Fluid Mech., 115, 315–325.
Nakoulima, O., Zahibo, N., Pelinovsky, E., Talipova, T., and Kurkin, A. (2005). “Solitary wave dynamics in shallow water over periodic topography.” Chaos, 15(3), 037107.
Pricer, K. (1971). “Bottom drift for the solitary wave.” J. Geophys. Res., 76(6), 1600–1602.
Sander, J., and Hutter, K. (1991). “On the development of the theory of the solitary wave. A history essay.” Acta Mech., 86(1–4), 111–152.
Tang, C. J., and Chang, J. H. (1998). “Flow separation during a solitary wave passing over a submerged obstacle.” J. Hydraul. Eng., 124(7), 742–749.
Ting, F. C. K. (1994). “Wave interaction with fluid mud in rectangular trench.” J. Waterway, Port, Coastal, Ocean Eng., 120(2), 154–178.
Ting, F. C. K., and Raichlen, F. (1986). “Wave interaction with a rectangular trench.” J. Waterway, Port, Coastal, Ocean Eng., 112(3), 454–465.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 137Issue 11November 2011
Pages: 769 - 778

History

Received: Nov 25, 2010
Accepted: Jun 9, 2011
Published online: Jun 11, 2011
Published in print: Nov 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Chih-Hua Chang [email protected]
Assistant Professor, Dept. of Information Management, Ling-Tung Univ., 408, Taiwan (corresponding author). E-mail: [email protected]
Ted Chu
Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003.
Keh-Han Wang, M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003.
Chii-Jau Tang
Associate Professor, Dept. of Hydraulics and Ocean Engineering, National Cheng Kung Univ., Tainan 70101, Taiwan.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share